Rothoblaas - 木螺钉和连接器 Page 73
Commercial customer offer**Top sellers from RothoBlaas Deutschland
计算示例： 托梁-檩条连接（使用MYPROJECT软件） 木-木连接/单剪切 构件 1 构件 2 1 B1 = 120 mm 2 B2 = 200 mm 1 H1 = 160 mm H2 = 240 mm 坡度 30% (16,7°) 坡度 0% (0°) Gl24h 木 2 Gl24h 木 项目数据 螺钉的选择 连接的几何形状 应用等级 = 1级 预钻孔 = 无 α1 = 0° F v,Rd = 1,89 kN TBS = 8x260 mm 荷载持续时间 = 短 t 1 = 160 mm t 2 = 100 mm （在构件 2 中的插入长度） α 2 = 90° 使用MYPROJECT软件计算抗剪强度 (EN 1995:2014 和 ETA-11/0030) d1 = 8,0 mm My,k fh,2,k = 16,92 N/mm2 Rax,Rk /4 = 1,02 kN (绳索效应) fh,1,k = 16,92 N/mm2 β = 1,00 Rax,Rk = 20,1 Nm = 最小 {螺纹的抗拔强度；头部拉穿强度} = 最小 {Rax,Rk ; Rhead,Rk} = 4,09 kN Rv,Rk = 3,71 kN k R Rv,Rd = v,Rk mod γM EN 1995:2014 k mod = 0,9 γM = 1,3 Rv,Rd = 2,56 kN > 1,89 kN OK 意大利 - NTC 2018 k mod = 0,9 γM = 1,5 Rv,Rd = 2,22 kN > 1,89 kN OK 木工 | TBS | 73
369 Pages | Valid until 04/2024 | Previous page | Next page
Choose your language
Legal issues
The manufacturer is exclusively responsible for the content, price and article details of the products and offers presented in the catalogues. Subject to technical and optical changes by the manufacturer and errors excepted.
Request form for special products
The ToolTeam® Procurement Service
Are you looking for products that are shown in the catalogue but cannot be purchased directly online?Our procurement service will be pleased to make you a non-binding and individual offer.